HomeMy WebLinkAboutREVISION - 2-2-18(;Uvl
OFFICE USE ONLY:
DATE FILED: a Q. �� PERMIT #
REVISION FEE: RECEIPT #
0
1.
LOCATION/SITE
ADDRESS: r3�04 7
/ RECEIVED
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DMSION FEB 0 2 2018
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652 ST. Lucie Count
(772) 462-1553 FAX (772) 462-1578 y, Permitting
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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3.
4.
5.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME: h@v w) mA L yh \
ADDRESS:
CITY: -
PHONE: 72- - a
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
Revised 07/22/2014
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ST. LUCIE COUNTY CERT. #:
STATE:
FAX:
STATE:
FAX:
STATE:
FAX:
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ZIP:
ZIP:
ZIP:
GENERAL NOTES��
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SE17
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B
3. SCREENED ROOF ENCLOSURE FBC 2014 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
I. PORTLAND CEMENT TYPE 1 - ASTM C 150
IL AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
III. AIR ENTRAINING +/- 1 % - ASTM C 260
IV. WATER REDUCING AGENT - ASTM C 494
V. CLEAN POTABLE WATER
VI. OTHER ADMIXTURES NOT PERMITTED
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
II. WELDED WIRE FABRIC - ASTM A185
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
FBC.
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING,
SPALLING & OTHER DETERIORATION. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION.
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH BE PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED.
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3
3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
.." LLE
SCREW AT 24" O.C. AND 6" FROM ENDS
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D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW"
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SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDSM
MASONRY SPECIFICATIONS:
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1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
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HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
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2. ALL MORTAR SHALL BE TYPE M OR S.
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3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MR a.�-
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
MISCELLANEOUS:
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2?�ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
RESPONSIBILITIES:
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
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FEB 0 2 2018
ST. Lucie County,
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FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
LEGEND: (ALL MAY NOT APPL
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
09 X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
LIL- SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"x0.044"
2 x 5: 2"x5"0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"4.044"
1 x 3: 1 "x3"x0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"4.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7x0.057"x0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"4.092"4.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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DESIGN DATE:
12/11/2017
Z
REVISION 1:
01/26/2018
PAGE:
REVISION 2:
DATE
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SCALE:
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THESE PLANS WERE PREPARED BASED ON 'REMISE THAT THE EXISTING STRUCTURE
WAS DESIGNED BY A PROPERLY LICENSED PROFESSIONAL ENGINEER OF THE STATE OF
FLORIDA, WAS PERMITTED BY THE APPROPRIATE PERMITTING AGENCY, WAS
CONSTRUCTED BY A FLORIDA LICENSED CONTRACTOR AT THE TIME OF CONSTRUCTION,
HAS NOT BEEN SUBJECT TO DAMAGE BY A MAJOR EVENT, AND HAS BEEN CERTIFIED
BY THE CONTRACTOR THAT THE EXISTING STRUCTURE CURRENTLY SHOWS NO DEVIATIONS
OR DEFECTS FROM THE STATE OF THE STRUCTURE AS PERMITTED BY THE FINAL INSPECTION
OF THE PERMITTING AGENCY. ALSO, THE OWNER AND ALL PARTIES CONCERNED WILL
INDEMNIFY FLORIDA ENGINEERING LLC FROM ANY DAMAGES OR CHANGES TO THE
EXISTING STRUCTURE AS A RESULT OF ANY MODIFICATION OR FOR ANY OTHER REASON.
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FOR ALUMINUM PANS OR GALVALUME
STEEL PANS USE #12 X 9/16" W/ 5/8"
NEO-WASHER (3) PER PAN
FOR COMPOSITE PANELS #12 X 1" LG.
THAN PANEL THICKNESS SMS
W/ 1-1/2" NEO-WASHER 12" O/C
ADJACENT MOBILE HOME
4TH WALL ATTACHMENT - COL. PER PLAN
---- 1/2" CLEARANCE
_; 3" X .024" X 1 LB
51 COMPOSITE PANELS
- I 3105-1-114
01 1/4"-1' SLOPE (MIN.)
(FL.# 7561.1-R4)
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V-0" O/H
10'-011 -�
3X2X.050
THESE PLANS AND ALL PROPOSED W
ARE SUBJECT TO ANY CORRECTIONS
RLOUIRED BY FIELD INSPECTORS THAT -
t►�AY BR NECEa9AR1� IN ORDER- TO "'
EXISTING APPROVE It0M,4PLY. luvrrHuL. SIC ,A�e�
3" POLY ROOF _�-�i'�°v1lALL /ROOF TO C.B.
CONNECTION SCALE: N.T.S.
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2X2 (TYP.
--------------
1 X2 TYP.
--------------
DING WALL
RYLIC WINDOWS
6" KNEEWALL
(2) 3/8" TAPCON (OR EQUAL)
3" MIN. EMBEDMENT
THRU BOTTOM LEG
OF ANGLE INTO CONC.
SEE MFG. GUIDELINES
FOR SET BACK REQ.
TOP VIEW
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS
(2) 3/8" TAPCON (OR EQUAL)\
3" MIN. EMBEDMENT
THRU BOTTOM LEG
OF ANGLE INTO CONC.
COLUMN PER PLAN
i
.1/8"x2"x2"x2-1/2"
(LENGTH) ANGLE
(INTERNAL)
CONC. FOOTING
BELOW
FRONT VIEW
ALTERNATE 3" xY POST
INTERNAL CONNECTION DETAIL
SCALE: N.T.S.
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DESIGN DATE: 12/11/2017
REVISION 1: 01/26/2018 PAGE:
REVISION 2: 03/20/2018 n
SCALE: NTS L
(4) #10x3/4" SMS
FASTENING SECONDARY
ANGLE TO COLUMN
(TYP EACH SIDE)
(B) 3/8" 0 CONCRETE SCREW
ANCHOR INTO SECONDARY
ANGLE
(TYP EACH SIDE)
(SEE TABLE)
ANCHOR SPA
(MIN) (TYP) (SEE TABLE)
COLUMN
SIZE
3/8" 0
CONCRETE SCREW
ANCHOR
B
MIN SPA
2X3
0
0
2X4
1
3
2X5
1
3
2X6
1
4
2X7
1
5
2X8
2
3
2X9
2
4
2X10
2
4.5
NOTES:
PRIGHT
024 FLASHING SEALED TO
ECONDARY ANGLE MIN
WALL (TYP')
.125" THICK (NOT
EQUIRED FOR 2x3
EMBER)
RIMARY 2"x2"
m
0.125" ANGLE0
le
'
V2x314" MS @ 12" O.C. TOP
"
MLUMN
) #10x3/4" SMS FASTENING
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TO PRIMARY ANGLETYP
EACH SIDE)
.050-3" RECEIVING CHANNEL
O "x2" BASE MEMBER
(TYP EACH SIDE)
--(1) 3/8" 0 CONCRETE SCREW
ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
�3" MIN. SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
(TYP EACH SIDE)
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2 3/4" AT ALL UPRIGHT LOCATIONS. ALL SCREW LENGTH
AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER
DECK IS PRESENT.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
BY ENGINEER.
4.2X3 W/ 1X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTIONS SIMILAR IF
CONCRETE LINTEL IF WOOD LINTEL SUBSTITUTE 1/4" OX3" LAG
SCREW FOR 3/8" 0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
6. 2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
2"x3" OR LARGER UPRIGHT TO CONCRETE
WM/O PAVER DETAILS SCALE:NTS
HOST
ROOF PER PLAN
ALTERNATES FOR COL.
TO 2"X2"AT HEADER:
1- DETAIL "C" SHT 3
2- (4) # 10 X 3" SMS
THROUGH MEMBER ABOVE
INTO COL SCREW BOSS
3- NOTCH COL. TO RECEIVE
BEAM FASTEN W/
(2) Y." THRU-BOLT
II CHAIR RAIL PER PLAN II
1/4"X2-3/4" TAPCONS
-OR EQUAL AT 24" O.C.
AND 6" FROM ENDS
WHERE KICK PLATE IS INDICATED
FASTEN W/#10 X 9/16" SMS
8" O/C AT PERIMETER
EXISTING CONCRETE
COL. PER PLAN
1 "X2" FASTEN TO'
ADJOINING WALL
W/#12 X 1-1/2"
SMS @ 18" O.C.
CONCRETE OR FILLED FASTEN TO MASONRY WALL
MASONRY W/ 1/4' X 3" TAPCONS
18" O/C (INTERNAL)
EXISTING RAFTER
OR TRUSSER
ram.\ 1
2" NOMINAL
FASCIA MIN.
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THESE PLANS AND ALL PROPOSED K� � , 41
ARE SUBJECT MANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT ' 4-0
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THROUGH RECEIVING
FOR ALUMINUM PANS:
CHANNEL @ 12" O.C.
#12 X 2" SMS THROUGH
"BOXED END": INTO WD FASCIA
ALTERNATELY:
(3) PER PAN
(1) 1/4"x3" LAG BOLT
THROUGH RECEIVING
CHANNEL @ 12" O.C.
[S�CA�LE.:NTS
ANEL ATTACHMENT - MASONRY FRF PANEL ATTACHMENT -WOOD FRAME pyll
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ALUMINUM INTERNAL OR EXTERNAL
FOR ALUMINUM PANS OR GALVALUME STEEL PANS RECEIVING CHANNEL w/(#10x75"
USE #12 X 9116" W/ 5/8" NEO-WASHER (3) PER PAN INTO BEAM OR UPRIGHT 0.062 ANGLE I
CLIPS MAYBE USED I
FOR COMPOSITE PANELS #12 X 1" LG. THAN PANEL \
THICKNESS SMS W/ 1-1/2" NEO-WASHER 12" O/C l`
PURLIN -MEMBER
PLAN ---
ROOF PER COVER END OF PANEL -------------- - i --
2"X2" PER PLAN
ATTACH TO ROOF PANELS
W/# 12 X 2-1/2" SMS 12" O/C
6" FROM ENDS
-CARRIER BEAM
(2) 1/4" THRU-BOLT
SEE ALSO COUEDGE
BEAM ALTERNATES
ADJOINING BEARING WALL
1" X 2" FASTEN TO
ADJOINING WALL
W/#12 X 1-1/2" SMS
@ 18" O.C.
WHERE SMB USED FOR
COL. ATTACH PER
DETAIL "B"
.........................1.......................
TYPICAL SIDE WALL 114" TAPCON (RED HEAD MFG. OR EQUAL) 6" FROM ENDS 24" O.C.
COLUMN 1-1/2" PENETRATION INTO UNDERLYING FOOTING
SCREEN ROOM END WALL
SCALE: NTS
BEAM PER PLAN
(2) 1/4" THRU-BOLT -
SEE ALSO COL/EDGE
BEAM ALTERNATES
F001.1 i
ROOF TO CARRIER BEAM
CONNECTION SCALE: NTS
(2) 3/8" DIA EXPANSION BOLTS
SEE NOTE #1 THIS PAGE
FOR BOLT PLACEMENT
2" FROM EDGE ® 2" FROM EDGE
OF SLAB' OF SLAB
L____I '
TOP VIEW
(2) 1/4" DIA MACHINE
BOLTS w/ WASHERS 3"x3"x0.125" POST
(2) 3/8" DIA. EXPANSION BOLTS
SEE NOTE #1 THIS PAGE 3"x3"x0.125 ANGLE
FOR BOLT PLACEMENT
CONC. FOOTING -
BELOW
FRONT VIEW
3"x3" POST CONNECTION DETAIL
SCALE: NTS
#104" SMS INTO
REW BOSSES
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC. 1"
2"
33/4" FROM EDGE
OF SLAB
TOP VIEW
(3) 1/4" DIA MACHINE COLUMN PER PLAN
BOLTS w/ WASHERS
1/8"x2"x2"x3-3/4"
(4) 3/8'W" LTD TAPCON (LENGTH) ANGLE
(INTERNAL)
THRU BOTTOM LEG I I
OF ANGLE INTO CONC.
CONC. FOOTING
BELOW
FRONT VIEW
ALT. COLUMN BASE ATTACHMEN
DETAIL SCALE: NTS
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DESIGN DATE: 12/11/2017
REVISION 1: 01/26/2018 PAGE:
REVISION 2: DATE
SCALE: NTS